Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling

AbstractThis paper presents the analysis of a failure involving the partial collapse of a masonry wall made of precast concrete blocks in an industrial building as a result of the action of the wind. A field survey was carried out to investigate the origin of the failure, which pointed to defective...

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Veröffentlicht in:Journal of performance of constructed facilities 2013-02, Vol.27 (1), p.65-76
Hauptverfasser: José del Coz Díaz, Juan, Adam, Jose M, Martínez-Luengas, Alfonso Lozano, Alvarez Rabanal, Felipe Pedro
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container_issue 1
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container_title Journal of performance of constructed facilities
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creator José del Coz Díaz, Juan
Adam, Jose M
Martínez-Luengas, Alfonso Lozano
Alvarez Rabanal, Felipe Pedro
description AbstractThis paper presents the analysis of a failure involving the partial collapse of a masonry wall made of precast concrete blocks in an industrial building as a result of the action of the wind. A field survey was carried out to investigate the origin of the failure, which pointed to defective building practices as the possible cause. At the same time, complementary numerical modeling was performed to simulate the coupled fluidstructure behavior, as well as a parametric study and optimization based on Design of Experiments (DOE) to determine the influence of the principal variables in the wall behavior in the presence of wind loads. The lessons learned in the course of the study are explained in the final section.
doi_str_mv 10.1061/(ASCE)CF.1943-5509.0000310
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source American Society of Civil Engineers:NESLI2:Journals:2014
subjects Collapse
Design of experiments
Industrial buildings
Masonry
Mathematical models
Optimization
Precast concrete
Technical Papers
Walls
title Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling
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